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Adapting asphalt pavements to climate change challenges

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dc.contributor.author Mokoena, Refiloe
dc.contributor.author Mturi, Georges AJ
dc.contributor.author Maritz, Johan
dc.contributor.author Malherbe, Johan
dc.contributor.author O'Connell, Johannes S
dc.date.accessioned 2020-07-27T07:20:44Z
dc.date.available 2020-07-27T07:20:44Z
dc.date.issued 2019-10
dc.identifier.citation Mokoena, R. et al. 2019. Adapting asphalt pavements to climate change challenges. In: 12th Conference on Asphalt Pavements for Southern Africa, Sun City, 13-16 October 2019 en_US
dc.identifier.uri https://www.capsa2019.co.za/wp-content/uploads/2019/11/Mokoena-et-al.pdf
dc.identifier.uri http://hdl.handle.net/10204/11519
dc.description Presented in: 12th Conference on Asphalt Pavements for Southern Africa, Sun City, 13-16 October 2019 en_US
dc.description.abstract Performance grade specifications for bituminous binders focus on the evaluation of bitumen properties based on the loading and environmental conditions under which the material will be subjected to in the field. The temperature of the asphalt layer (as determined by the climate and geographical location), in conjunction with the grade and age of the bitumen, plays a pivotal role in determining the stiffness or dynamic modulus of the asphalt layer. Most climate models predict an increasing rate in the rise of average air temperatures in the near future. As the average air temperatures increase, it is expected that the frequency and duration of extreme temperatures will also rise. This will have a direct impact on asphalt pavement performance by increasing the potential for permanent deformation of pavements and the rate of age hardening of asphalt binders. In this study, interpolated maps of minimum and maximum pavement temperatures were generated using a climate model for predicted air temperatures for two 20-year periods, up to the years 2040 and 2060. The same model was used to generate two historic 20-year periods, going back to 2000 and 1980. The Viljoen temperature prediction algorithms were used for calculating the pavement temperatures as opposed to the Superpave models. The maps produced in this paper can eventually be used to identify adaptation measures which may include modifying current design and maintenance practices. en_US
dc.language.iso en en_US
dc.publisher CAPSA en_US
dc.relation.ispartofseries Workflow;23222
dc.subject Asphalt pavements en_US
dc.subject Climate change en_US
dc.subject Performance grade specifications en_US
dc.subject Temperature maps en_US
dc.title Adapting asphalt pavements to climate change challenges en_US
dc.type Conference Presentation en_US
dc.identifier.apacitation Mokoena, R., Mturi, G. A., Maritz, J., Malherbe, J., & O'Connell, J. S. (2019). Adapting asphalt pavements to climate change challenges. CAPSA. http://hdl.handle.net/10204/11519 en_ZA
dc.identifier.chicagocitation Mokoena, Refiloe, Georges AJ Mturi, Johan Maritz, Johan Malherbe, and Johannes S O'Connell. "Adapting asphalt pavements to climate change challenges." (2019): http://hdl.handle.net/10204/11519 en_ZA
dc.identifier.vancouvercitation Mokoena R, Mturi GA, Maritz J, Malherbe J, O'Connell JS, Adapting asphalt pavements to climate change challenges; CAPSA; 2019. http://hdl.handle.net/10204/11519 . en_ZA
dc.identifier.ris TY - Conference Presentation AU - Mokoena, Refiloe AU - Mturi, Georges AJ AU - Maritz, Johan AU - Malherbe, Johan AU - O'Connell, Johannes S AB - Performance grade specifications for bituminous binders focus on the evaluation of bitumen properties based on the loading and environmental conditions under which the material will be subjected to in the field. The temperature of the asphalt layer (as determined by the climate and geographical location), in conjunction with the grade and age of the bitumen, plays a pivotal role in determining the stiffness or dynamic modulus of the asphalt layer. Most climate models predict an increasing rate in the rise of average air temperatures in the near future. As the average air temperatures increase, it is expected that the frequency and duration of extreme temperatures will also rise. This will have a direct impact on asphalt pavement performance by increasing the potential for permanent deformation of pavements and the rate of age hardening of asphalt binders. In this study, interpolated maps of minimum and maximum pavement temperatures were generated using a climate model for predicted air temperatures for two 20-year periods, up to the years 2040 and 2060. The same model was used to generate two historic 20-year periods, going back to 2000 and 1980. The Viljoen temperature prediction algorithms were used for calculating the pavement temperatures as opposed to the Superpave models. The maps produced in this paper can eventually be used to identify adaptation measures which may include modifying current design and maintenance practices. DA - 2019-10 DB - ResearchSpace DP - CSIR KW - Asphalt pavements KW - Climate change KW - Performance grade specifications KW - Temperature maps LK - https://researchspace.csir.co.za PY - 2019 T1 - Adapting asphalt pavements to climate change challenges TI - Adapting asphalt pavements to climate change challenges UR - http://hdl.handle.net/10204/11519 ER - en_ZA


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